NSSC SSL Report Creation

*** Supplementary Characterization Data ***

Pedon ID: S2010OR043011

( Linn, Oregon )

Print Date: Dec 6 2025 3:12AM

Sampled as on Nov 15, 2010:	Jimbo ; Coarse-loamy, mixed, superactive, mesic Andic Dystrudept
Revised to :

				United States Department of Agriculture
SSL	-	Project	C2011USOR039 Willamette NF Oregon	Natural Resources Conservation Service
	-	Site ID	10-MHF-13 Lat: 44° 23' 57.20" north Long: 122° 19' 41.31" west MLRA: 3	National Soil Survey Center
	-	Pedon No.	11N0325	Kellogg Soil Survey Laboratory
	-	General Methods 1B1A, 2A1, 2B		Lincoln, Nebraska 68508-3866

Tier 1				-1-	-2-	-3-	-4-	-5-	-6-	-7-	-8-	-9-	-10-	-11-	-12-	-13-	-14-	-15-	-16-	-17-	-18-	-19-	-20-	-21-	-22-	-23-	-24-	-25-


				(- - - - - - - - - - - - - - - - - - - - - - Engineering PSDA - - - - - - - - - - - - - - - - - - - - -)													(- - - - - Cumulative Curve Fractions - - - - -) (<75mm)								( Atter- )		( Gradation )
				Percentage Passing Sieve													USDA Less Than Diameters (mm) at								berg		Uni-	Cur-
	Depth			3	2	3/2	1	3/4	3/8	4	10	40	200	20	5	2	1.	.5	.25	.10	.05	60	50	10	LL	PI	fmty	vtur
Layer	(cm)	Horz	Prep	(-------------------Inches-------------------)						(---------Number---------)				(------Microns----)			(---------Millimeter----------)					(-----Percentile---)			(----%----)		CU	CC
																										3H

11N01456	3-16	A1	S	100	100	100	100	100	100	100	99	95	25	15	10	6	99	98	86	34	18	0.16	0.132	0.005		NP	28.8	8.0
11N01457	16-52	A2	S	100	100	100	100	100	100	100	100	96	31	15	10	7	100	100	84	41	21	0.15	0.121	0.005		NP	29.7	6.1
11N01458	52-69	2Ab	S	100	100	100	100	100	100	100	100	98	64	36	22	14	100	99	94	73	51	0.07	0.047	0.001		NP	61.0	1.7
11N01459	69-105	3Bw1	S	100	100	100	100	100	100	100	100	87	23	13	8	5	100	97	60	27	17	0.25	0.190	0.009		NP	27.9	5.1
11N01460	105-160	3Bw2	S	100	100	100	100	100	100	100	99	79	31	19	12	8	96	86	61	36	25	0.24	0.167	0.003		NP	77.5	6.0
11N01461	160-182	4C1	S	100	100	100	100	100	100	100	100	92	47	27	17	10	100	96	80	55	37	0.12	0.083	0.002		NP	59.8	2.9
11N01462	182-204	4C2	S	100	100	100	100	100	100	100	100	89	33	19	12	8	100	95	70	39	25	0.19	0.139	0.003		NP	61.6	7.4

Tier 2				-26-	-27-	-28-	-29-	-30-	-31-	-32-	-33-	-34-	-35-	-36-	-37-	-38-	-39-	-40-	-41-	-42-	-43-	-44-	-45-	-46-	-47-	-48-	-49-	-50-


				(- - - - - - - - - - - - - - - - - - - - - - Weight Fractions - - - - - - - - - - - - - - - - - - - - -)														(- - - - - - - - - - - Weight Per Unit Volume (g cm^-3 )- - - - - - - -)									(- - Void - -)
				Whole Soil (mm)								<75 mm Fraction						Whole Soil				<2 mm Fraction					Ratios
				>2	250	250	75	75	20	5		75	75	20	5			Soil Sur		Engineering		Soil Survey			Engineering		At 33 kPa
	Depth				-UP	-75	-2	-20	-5	-2	<2	-2	-20	-5	-2	<2		33	Oven	Moist	Satur	33	1500	Oven	Moist	Satur	Whole	<2
Layer	(cm)	Horz	Prep	(------------------- % of Whole Soil ------------------)								(--------- % of <75 mm ---------)						kPa	-dry		-ated	kPa	kPa	-dry		-ated	Soil	mm
																						DbWR1		DbWR1

11N01456	3-16	A1	S	1			1	--	--	1	99	1	--	--	1	99		0.92	1.01	1.21	1.57	0.91	0.97	1.00	1.19	1.57	1.88	1.91
11N01457	16-52	A2	S	--			--	--	--	--	100	--	--	--	--	100		0.78	0.85	1.06	1.49	0.78	0.83	0.85	1.06	1.49	2.40	2.40
11N01458	52-69	2Ab	S	--			--	--	--	--	100	--	--	--	--	100		0.92	1.02	1.26	1.57	0.92	0.98	1.02	1.26	1.57	1.88	1.88
11N01459	69-105	3Bw1	S	--			--	--	--	--	100	--	--	--	--	100		1.45¹			1.90³
11N01460	105-160	3Bw2	S	1			1	--	--	1	99	1	--	--	1	99		0.97	1.04	1.30	1.60	0.96	1.01	1.03	1.29	1.60	1.73	1.76
11N01461	160-182	4C1	S	--			--	--	--	--	100	--	--	--	--	100		1.06	1.13	1.37	1.66	1.06	1.11	1.13	1.37	1.66	1.50	1.50
11N01462	182-204	4C2	S	tr			tr	--	--	tr	100	tr	--	--	tr	100		1.45¹			1.90³

¹The whole-soil bulk density was not measured. It was calculated using 1.45 g/cc as the 1/3-bar bulk density of the less-than-2-mm fraction for mineral soils.
³The saturated whole-soil bulk density was not measured. It was calculated using 1.45 g/cc as the 1/3-bar bulk density of the less-than-2-mm fraction for mineral soils.

*** Supplementary Characterization Data ***

Pedon ID: S2010OR043011

( Linn, Oregon )

Print Date: Dec 6 2025 3:12AM

Sampled As	:	Jimbo		Coarse-loamy, mixed, superactive, mesic Andic Dystrudept
USDA-NRCS-NSSC-Soil Survey Laboratory			;	Pedon No. 11N0325

Tier 3				-51-	-52-	-53-	-54-	-55-	-56-	-57-	-58-	-59-	-60-	-61-	-62-	-63-	-64-	-65-	-66-	-67-	-68-	-69-	-70-	-71-	-72-	-73-	-74-	-75-


				(- - - - - - - - - - - - - - - - - Volume Fractions - - - - - - - - - - - - - - - -)													C	(- - - - - - - Ratios To Clay - - - - - -)					(- - Linear Extensiblity - -)				(- - WRD - -)
				Whole Soil (mm) At 33 kPa													/N	<2 mm Fraction					Whole Soil		<2 mm		Whole	<2
				>2	250	250	75	75	20	5		2-	.05-	LT	Pores		Rat	Fine	CEC		1500	LEP	33 kPa		to %		Soil	mm
	Depth				-UP	-75	-2	-20	-5	-2	<2	.05	.002	.002	D	F	-io	Clay	Sum	NH₄-	kPa	33	1500	Oven	1500	Oven
Layer	(cm)	Horz	Prep	(----------------------------- % of Whole Soil ---------------------------)															Cats	OAC	H₂O	kPa	kPa	-dry	kPa	-dry	(---in³/in³---)


11N01456	3-16	A1	S	tr	--	--	tr	--	--	tr	100	28	4	2	36	29	48		5.97		1.75	0.492	2.1	3.2	2.2	3.2	0.18	0.18
11N01457	16-52	A2	S	--	--	--	--	--	--	--	100	23	4	2	43	28	15		6.76		1.97	0.439	2.1	2.9	2.1	2.9	0.18	0.18
11N01458	52-69	2Ab	S	--	--	--	--	--	--	--	100	17	13	5	31	34	20		3.52		1.26	0.257	2.1	3.5	2.1	3.5	0.19	0.19
11N01459	69-105	3Bw1	S	--	--	--	--	--	--	--	100	45	7	3			46		6.35		2.18
11N01460	105-160	3Bw2	S	tr	--	--	tr	--	--	tr	100	27	6	3	30	33	63		4.43		1.47	0.304	1.7	2.3	1.7	2.4	0.22	0.22
11N01461	160-182	4C1	S	--	--	--	--	--	--	--	100	25	11	4	29	31	28		3.89		1.28	0.222	1.5	2.2	1.5	2.2	0.18	0.18
11N01462	182-204	4C2	S	--	--	--	--	--	--	--	100	41	9	4			6		4.63		1.45

Tier 4				-76-	-77-	-78-	-79-	-80-	-81-	-82-	-83-	-84-	-85-	-86-	-87-	-88-	-89-	-90-	-91-	-92-	-93-	-94-	-95-	-96-	-97-	-98-


				(- - - - - - - - - - - - - - - - - - - Weight Fractions - Clay Free - - - - - - - - - - - - - - - - - -)															Text	PSDA (mm)			pH	Elect.		Part-
				(--------------- Whole Soil ---------------)						(------------------- <2 mm Fraction -------------------)									-ure	Sand	Silt	Clay	Ca	Res-	Con-	-icle
				>2	75	20	2-	.05-	<	(------------- Sands -------------)					(--- Silts ---)		Cl		by	2-	.05-	<	Cl₂	ist.	duct	Den-
	Depth				-2	-2	.05	.002	.002	VC	C	M	F	VF	C	F	ay		PSDA	.05	.002	.002	.01M	ohms	dS m^-1	sity
Layer	(cm)	Horz	Prep	(- % of >2 mm Sand and Silt -)						(------------------% of Sand and Silt -------------)									<2 mm	(---- % of 2 mm ----)			(-------- <2 mm --------)			g cm^-3
																						3A1a1a	4C1a2a

11N01456	3-16	A1	S	1	1	1	87	12	7	tr	1	14	55	18	4	9	7		lfs	81.9	11.6	6.5	5.2
11N01457	16-52	A2	S	--	--	--	84	16	7	--	tr	17	46	21	7	9	7		lfs	78.6	14.8	6.6	5.4
11N01458	52-69	2Ab	S	--	--	--	57	43	16	--	1	7	24	25	18	25	16		l	48.9	37.5	13.6	5.3
11N01459	69-105	3Bw1	S	--	--	--	87	13	5	tr	3	39	34	11	5	8	5		ls	82.9	12.2	4.9	5.2
11N01460	105-160	3Bw2	S	1	1	1	80	19	8	3	12	27	27	12	7	12	9		sl	74.6	17.5	7.9	5.4
11N01461	160-182	4C1	S	--	--	--	70	30	11	tr	4	18	28	20	11	19	11		fsl	62.9	27.2	9.9	5.5
11N01462	182-204	4C2	S	--	--	--	81	19	9	tr	6	26	34	15	6	12	9		fsl	74.9	17.1	8.0	5.5

NSSC SSL Report Creation